Renewal/strengthening work from Neem Ka Thana to Chala (Km. 38/00 to 62/400) Sanwali Circle to Harsh Tiraha (Sikar City) and Khur to Losal portion (Km. 152/00 to 165/00) on Kotputli Sikar Kuchaman Road (SH 37B, SH 08A, SH 92 and SH 07)

Part A: BT work

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MoRTH specification clause 201 By mechanical Means.In areas of non-thorny jungle

Supply & Planting of shady plants (Neem, Peepal, Goolar, Jamun, Imli or other specified) along road side including the following activities:- 1.Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. 2.Supply of plant at site of two years of age & height more than 1.50 Mtr 3. Supply of dry manure ( Farm yard manure organic ) 4. Supply of Insecticides 5.Digging of pits size 60x60x60cms. Including removal of stones.Manuring application of insecticides & watering atleast 15 liter per plant after planting. 6.Half brick Circular tree guard in second class bricks, internal dia 1.25meter and height 1.20 meter above ground and 0.20 meter below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1Cement:6Sand) and the intermediate courses being in dry honey comb masonry, as per design complete. 7. Watering to plants. 8. Maintenance of plants by the contractor including of pits /bids preparation of Thavala Hoeing weeding etc. & application of insecticides etc. & security. If the plant die during maintenance contractor has to replace same height plant at his own cost. Note:- SD Shall be refunded after counting of plants on completion of defect liability period of 5 years

Scarifying Existing Bituminous Surface to a Depth of 150mm by Mechanical Means.Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000 m as per MoRTH Specification Clause 305.4.3 Bituminous courses where DBM +BC is to be done

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3

Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50m as per MoRTH Specification Clause 305.3

Construction of Granular sub base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MORTH Specification Clause 401. ForAllRajasthanexceptBikaner,Churu,HanumangarhandSri Ganganagar For Grading III Material

Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with notor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S. 2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete [MoRTH specification : Clause 401]. By mechanical means with a lead of 1 Km. For All Rajasthan except Bikaner , Churu, Hanumangarh and Sri Ganganagar For Grading-II Material

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar By Mechanical Means with all leads